INSTABILITY OF GRANULAR MATERIALS AT HIGH PRESSURES

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概要

• 論文の詳細を見る

• An experimental study on instability of granular materials at high pressures was performed on dense Cambria sand in both triaxial compression and extension using cylindrical specimens. The instability line, which is located through the top points of the effective stress paths of undrained tests, separates stable and unstable soil behavior. Instability was experimentally demonstrated in compression and extension tests at stress levels located above the instability line. Further experiments clearly indicated that stable behavior was found beneath the instability line, but once it was crossed, unstable soil behavior was obtained.

• 社団法人地盤工学会の論文
• 1997-03-15

著者

• LADE POUL

  Department of Civil Engineering, School of Engineering and Applied Science, University of California

• Lade Poul

  Department Of Civil Engineering The Johns Hopkins University

• Lade Poul

  Department Of Civil Engineering Aalborg University

• YAMAMURO JERRY

  Department of Civil and Environmental Engineering, Clarkson University

• Yamamuro Jerry

  Department Of Civil And Environmental Engineering Clarkson University

関連論文

• ELASTO-PLASTIC BEHAVIOR OF K_0-CONSOLIDATED CLAY IN TORSION SHEAR TESTS
• RELATIVE DENSITY EFFECTS ON UNDRAINED SAND BEHAVIOR AT HIGH PRESSURES
• Analysis and Prediction of Shear Banding under 3D Conditions in Granular Materials (IS-LYON 2003「地盤材料の変形特性」特集号)
• RELATIVE DENSITY EFFECTS ON DRAINED SAND BEHAVIOR AT HIGH PRESSURES
• EFFECTS OF STRESS ROTATION AND CHANGES OF b-VALUES ON CROSS-ANISOTROPIC BEHAVIOR OF NATURAL, K_0-CONSOLIDATED SOFT CLAY
• CHARACTERIZATION OF CROSS-ANISOTROPIC SOIL DEPOSITS FROM ISOTROPIC COMPRESSION TESTS
• APPLICATION OF FINITE ELEMENT METHOD TO PULLOUT RESISTANCE OF BURIED ANCHOR
• INSTABILITY OF GRANULAR MATERIALS AT HIGH PRESSURES
• A GENERAL FAILURE CRITERION AND STRESS-STRAIN RELATION FOR GRANULAR MATERIALS TO METALS

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